{"?xml":{"@version":"1.0"},"edm:RDF":{"@xmlns:dc":"http://purl.org/dc/elements/1.1/","@xmlns:edm":"http://www.europeana.eu/schemas/edm/","@xmlns:wgs84_pos":"http://www.w3.org/2003/01/geo/wgs84_pos","@xmlns:foaf":"http://xmlns.com/foaf/0.1/","@xmlns:rdaGr2":"http://rdvocab.info/ElementsGr2","@xmlns:oai":"http://www.openarchives.org/OAI/2.0/","@xmlns:owl":"http://www.w3.org/2002/07/owl#","@xmlns:rdf":"http://www.w3.org/1999/02/22-rdf-syntax-ns#","@xmlns:ore":"http://www.openarchives.org/ore/terms/","@xmlns:skos":"http://www.w3.org/2004/02/skos/core#","@xmlns:dcterms":"http://purl.org/dc/terms/","edm:WebResource":[{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-FDDMMGR2/7fd77684-7865-4f07-a634-ca70b99ac835/PDF","dcterms:extent":"4180 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-FDDMMGR2/0d1128a6-5f9c-4ecf-b988-fa083777ab28/TEXT","dcterms:extent":"34 KB"}],"edm:TimeSpan":{"@rdf:about":"1999-2025","edm:begin":{"@xml:lang":"en","#text":"1999"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-FDDMMGR2","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-6QOUKQ9A"},{"@xml:lang":"sl","#text":"Strojniški vestnik"}],"dcterms:issued":"2014","dc:creator":["Jin, Xin","Ju, Wenbin","Liu, Hua"],"dc:format":[{"@xml:lang":"sl","#text":"številka:10"},{"@xml:lang":"sl","#text":"letnik:60"},{"@xml:lang":"sl","#text":"str. 638-648, SI 119"}],"dc:identifier":["ISSN:0039-2480","COBISSID:13721115","URN:URN:NBN:SI:doc-FDDMMGR2"],"dc:language":"en","dc:publisher":{"@xml:lang":"sl","#text":"Zveza strojnih inženirjev in tehnikov Slovenije et al."},"dc:subject":[{"@xml:lang":"sl","#text":"dinamika več teles"},{"@xml:lang":"sl","#text":"Eurocode 8"},{"@xml:lang":"sl","#text":"interakcija tal in konstrukcije"},{"@xml:lang":"sl","#text":"obremenitvene razmere"},{"@xml:lang":"sl","#text":"potresi"},{"@xml:lang":"sl","#text":"vetrne turbine"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"Wind turbine seismic load analysis based on numerical calculation|"},"dc:description":[{"@xml:lang":"sl","#text":"Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions"},{"@xml:lang":"sl","#text":"Vetrne turbine so zadnjih 10 let rasle predvsem po Severni Evropi, ki ni potresno ogrožena oz. kjer so potresi šibkejši, zato seizmičnim vplivom pri snovanju vetrnih turbin ni bila posvečena večja pozornost. V zadnjem času pa je bilo vse več vetrnih turbin postavljenih tudi na potresno ogroženih območjih, zato se je pojavila potreba po analizi dinamičnega odziva vetrnih turbin na potrese ter po vključitvi seizmičnih dejavnikov v konstrukcijski proces. Pri pregledu razpoložljive literature se je izkazalo, da so študije modeliranja sklopljenega sistema več teles lopatice-steber-fundament pri vetrnih turbinah redke, še posebej pa to velja za študije, ki bi uporabljale tudi metodo časovne zgodovine za analizo dinamičnih seizmičnih obremenitev na osnovi sklopljenega modela"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"ore:Aggregation":{"@rdf:about":"http://www.dlib.si/?URN=URN:NBN:SI:DOC-FDDMMGR2","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-FDDMMGR2"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-FDDMMGR2/7fd77684-7865-4f07-a634-ca70b99ac835/PDF"},"edm:rights":{"@rdf:resource":"http://rightsstatements.org/vocab/InC/1.0/"},"edm:provider":"Slovenian National E-content Aggregator","edm:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Univerza v Ljubljani, Fakulteta za strojništvo"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:DOC-FDDMMGR2/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-FDDMMGR2"}}}}